1 中国矿业大学力学与土木工程学院,江苏 徐州. 2 西南交通大学土木工程学院,四川 成都. 收稿日期:2023年2月27日;录用日期:2023年3月19日;发布日期:2023年3月29日. 摘要. 在全球
Finally, the wind resistance analysis of the laboratory size and long-span metal roof system is performed respectively, thereby the wind resistance conversion is carried out
Previous studies focus on the wind load characteristics of roof- or ground-mounted PV structures. Cao et al. [1], Warsido et al. [2], Naeiji et al. [3], Stathopoulos et al. [4],
As the wind resistance of the original support system is not enough, suppression measures are necessary to control the wind-induced vibration. The lateral connectors are
This paper analyzes the wind pressure distribution characteristics of large-span flexible PV support arrays using self-designed rigid body pressure measurement wind tunnel
Wind loading is a crucial factor affecting both fixed and flexible PV systems, with a primary focus on the wind-induced response. Previous studies have primarily examined the
photovoltaic (PV) solar system is designed, tested and installed to resist the wind pressures that may be imposed upon it during a severe wind event such as a thunderstorm or cyclone whilst
Given the sensitivity of flexible PV support structures to wind loads and their pronounced wind-induced vibration responses in large-span settings, the development of effective vibration control measures is of
Software tools and data support for developing, assessing and operating renewable energy projects. By Name; National Electrical Code (NEC). Having one standard (UL 7103) to address all aspects of concern – electrical, fire,
The results show that: (1) according to the general requirements of 4 rows and 5 columns fixed photovoltaic support, the typical permanent load of the PV support is 4679.4 N, the wind load being 1
It was discovered that the wind load was the most crucial factor when designing PV supports. Future research should concentrate on the sensible arrangement of the PV panel''s inclination angles and the improved wind
With the rapid development of flexible PV support, air-elastic wind tunnel tests [15,16] In the realm of wind resistance design for PV arrays mounted on building roofs, Li et
A fully worked example of Ground-mounted Solar Panel Wind Load and Snow Pressure Calculation using ASCE 7-16. With the recent trends in the use of renewable energies to curb the effects of climate change, one of
Therefore, wind resistance is essential for a safe, durable, and sustainable PV power generation system. There are three modes of support in PV power generation systems: fixed , flexible , and floating [4, 5]. Fixed PV supports are structures with the same rear position and angle.
Making full use of the previous research results, the following are the main wind load issues associated with the three types of PV supports: (1) the factors affecting the wind loads of PV supports—the main factors are shown in Figure 2; (2) the wind-induced vibration of PV supports; (3) the value and calculation of the wind load of a PV support.
It is also necessary to reasonably increase the template gap and reduce the ground clearance in order to reduce the wind load of the PV support structure, enhance the wind resistance of the PV support structure, and improve the safety and reliability of the PV support structure. 2.7. Other Factors
(1) Background: As environmental issues gain more attention, switching from conventional energy has become a recurring theme. This has led to the widespread development of photovoltaic (PV) power generation systems. PV supports, which support PV power generation systems, are extremely vulnerable to wind loads.
The wind vibration coefficients in different zones under the wind pressure or wind suction are mostly between 2.0 and 2.15. Compared with the experimental results, the current Chinese national standards are relatively conservative in the equivalent static wind loads of flexible PV support structure. 1. Introduction
Aeroelastic model wind tunnel tests The wind-induced vibration response of flexible PV support structure under different cases was studied by using aeroelastic model for wind tunnel test, including different tilt angles of PV modules, different initial force of cables, and different wind speeds.
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